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     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 011197.00                                     COMPLETION DATE : 08/18/06
                                                           =========
   PROJECT(S):  STP-1119(700)X          LOCATION(S): AUBURN, INTERSECTION IMPROVEMENTSINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  AUBURN, INTERSECTION IMPROVEMENTS                                             NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000763         GENDRON & GENDRON, INC.                                                    $       235,988.56  100.0000%
   2   000403         PRATT & SONS, INC.                                                         $       244,728.56  103.7036%
   3   001574         NITRAM EXCAVATION & GENERAL CONTRACTORS, INC.                              $       299,584.50  126.9487%
   4   001094         K & K EXCAVATION, INC.                                                     $       306,108.92  129.7135%
====================================================================================================================================
                                          |(   1  ) 000763              |(   2  ) 000403              |(   3  ) 001574
                                          |GENDRON & GENDRON, INC.      |PRATT & SONS, INC.           |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 202.15                   2.000  EA   |     550.00000        1100.00|     240.00000         480.00|    1000.00000        2000.00
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0020 202.202                492.000  SY   |      19.50000        9594.00|      24.00000       11808.00|      21.00000       10332.00
  REMOVING PAVEMENT SURFACE               |                             |                             |
0030 203.20                 897.000  CY   |      25.00000       22425.00|      25.00000       22425.00|      25.00000       22425.00
  COMMON EXCAVATION                       |                             |                             |
0040 203.25                  50.000  CY   |      25.00000        1250.00|      19.00000         950.00|      15.00000         750.00
  GRANULAR BORROW                         |                             |                             |
0050 206.061                 10.000  CY   |      27.00000         270.00|      18.00000         180.00|      40.00000         400.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0060 304.10                 781.500  CY   |      25.00000       19537.50|      35.00000       27352.50|      30.00000       23445.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0070 403.208                184.000  T    |      92.85000       17084.40|      92.85000       17084.40|     100.00000       18400.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                             |                             |
0080 403.211                  9.000  T    |     148.26000        1334.34|     148.26000        1334.34|     150.00000        1350.00
  HOT MIX ASPHALT (SHIMMING)              |                             |                             |
0090 403.213                417.000  T    |      88.67000       36975.39|      88.67000       36975.39|      90.00000       37530.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0100 409.15                 129.000  G    |      12.07000        1557.03|      12.07000        1557.03|      15.00000        1935.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0110 527.301                  1.000  EA   |   10700.00000       10700.00|   10500.00000       10500.00|   15000.00000       15000.00
  ENERGY ABSORBING SYSTEM (C-A-T)         |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 011197.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000763              |(   2   ) 000403             |(   3  ) 001574
                                          |GENDRON & GENDRON, INC.      |PRATT & SONS, INC.           |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 603.179                278.200  LF   |      36.00000       10015.20|      55.00000       15301.00|      50.00000       13910.00
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0130 604.092                  3.000  EA   |    1800.00000        5400.00|    2400.00000        7200.00|    5000.00000       15000.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0140 604.16                   1.000  EA   |     400.00000         400.00|     790.00000         790.00|    5000.00000        5000.00
  ALTERING CATCH BASIN TO MANHOLES        |                             |                             |
0150 605.09                 100.000  LF   |      42.00000        4200.00|      32.00000        3200.00|      40.00000        4000.00
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0160 606.23                 100.000  LF   |      15.00000        1500.00|      15.00000        1500.00|      19.00000        1900.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0170 606.2301                50.000  LF   |      23.00000        1150.00|      23.00000        1150.00|      25.00000        1250.00
  GR TY 3C - DOUBLE RAIL                  |                             |                             |
0180 606.265                  1.000  EA   |      50.00000          50.00|      44.00000          44.00|      50.00000          50.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0190 606.353                  3.000  EA   |      30.00000          90.00|      27.00000          81.00|      30.00000          90.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0200 613.319                 60.000  SY   |       5.00000         300.00|       2.25000         135.00|       2.00000         120.00
  EROSION CONTROL BLANKET                 |                             |                             |
0210 618.1411                 8.300  UN   |      45.00000         373.50|      80.00000         664.00|      60.00000         498.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                             |                             |
0220 619.1201                 8.300  UN   |      25.00000         207.50|      55.00000         456.50|      35.00000         290.50
  MULCH - PLAN QUANTITY                   |                             |                             |
0230 620.60                  20.000  SY   |       5.00000         100.00|       3.50000          70.00|       5.00000         100.00
  SEPARATION GEOTEXTILE ( NON-WOVEN)      |                             |                             |
0240 627.711               2090.000  LF   |       0.63000        1316.70|       0.70000        1463.00|       1.00000        2090.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
0250 627.75                 972.000  SF   |       1.50000        1458.00|       1.70000        1652.40|       2.00000        1944.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0260 627.76                          LUMP |    2000.00000        2000.00|    2200.00000        2200.00|    5000.00000        5000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0270 629.05                  10.000  HR   |      35.00000         350.00|      56.00000         560.00|      30.00000         300.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0280 631.12                  10.000  HR   |     125.00000        1250.00|     120.00000        1200.00|     200.00000        2000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0290 631.32                  10.000  HR   |     125.00000        1250.00|     195.00000        1950.00|     200.00000        2000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0300 639.19                   1.000  EA   |    1500.00000        1500.00|    6500.00000        6500.00|    3000.00000        3000.00
  FIELD OFFICE TYPE B                     |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 011197.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000763              |(   2   ) 000403             |(   3  ) 001574
                                          |GENDRON & GENDRON, INC.      |PRATT & SONS, INC.           |NITRAM EXCAVATION & GENERAL C
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 652.31                   5.000  EA   |      70.00000         350.00|      60.00000         300.00|      70.00000         350.00
  TYPE I BARRICADE                        |                             |                             |
0320 652.33                  25.000  EA   |      80.00000        2000.00|      80.00000        2000.00|      50.00000        1250.00
  DRUM                                    |                             |                             |
0330 652.34                  50.000  EA   |      50.00000        2500.00|      20.00000        1000.00|      25.00000        1250.00
  CONE                                    |                             |                             |
0340 652.35                 105.000  SF   |       5.00000         525.00|      13.00000        1365.00|      25.00000        2625.00
  CONSTRUCTION SIGNS                      |                             |                             |
0350 652.361                 90.000  LS   |    6875.00000        6875.00|    5000.00000        5000.00|   10000.00000       10000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0360 652.38                1500.000  HR   |      17.00000       25500.00|      17.00000       25500.00|      20.00000       30000.00
  FLAGGER                                 |                             |                             |
0370 656.75                          LUMP |    5000.00000        5000.00|    2000.00000        2000.00|   27000.00000       27000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0380 659.10                          LUMP |   38500.00000       38500.00|   30800.00000       30800.00|   35000.00000       35000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       235,988.56|           $       244,728.56|           $       299,584.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       235,988.56|           $       244,728.56|           $       299,584.50
====================================================================================================================================
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 011197.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 001094              |(       )                    |(      )
                                          |K & K EXCAVATION, INC.       |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 202.15                   2.000  EA   |    1908.00000        3816.00|                             |
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0020 202.202                492.000  SY   |      26.00000       12792.00|                             |
  REMOVING PAVEMENT SURFACE               |                             |                             |
0030 203.20                 897.000  CY   |      19.08000       17114.76|                             |
  COMMON EXCAVATION                       |                             |                             |
0040 203.25                  50.000  CY   |      33.92000        1696.00|                             |
  GRANULAR BORROW                         |                             |                             |
0050 206.061                 10.000  CY   |     127.20000        1272.00|                             |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0060 304.10                 781.500  CY   |      47.70000       37277.55|                             |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0070 403.208                184.000  T    |      92.85000       17084.40|                             |
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                             |                             |
0080 403.211                  9.000  T    |     148.26000        1334.34|                             |
  HOT MIX ASPHALT (SHIMMING)              |                             |                             |
0090 403.213                417.000  T    |      88.67000       36975.39|                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0100 409.15                 129.000  G    |      12.07000        1557.03|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0110 527.301                  1.000  EA   |   11278.40000       11278.40|                             |
  ENERGY ABSORBING SYSTEM (C-A-T)         |                             |                             |
0120 603.179                278.200  LF   |      87.98000       24476.04|                             |
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0130 604.092                  3.000  EA   |    2226.00000        6678.00|                             |
  CATCH BASIN TYPE B1-C                   |                             |                             |
0140 604.16                   1.000  EA   |     848.00000         848.00|                             |
  ALTERING CATCH BASIN TO MANHOLES        |                             |                             |
0150 605.09                 100.000  LF   |      47.70000        4770.00|                             |
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0160 606.23                 100.000  LF   |      15.90000        1590.00|                             |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0170 606.2301                50.000  LF   |      24.10000        1205.00|                             |
  GR TY 3C - DOUBLE RAIL                  |                             |                             |
0180 606.265                  1.000  EA   |      46.64000          46.64|                             |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0190 606.353                  3.000  EA   |      29.15000          87.45|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 011197.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 001094              |(       )                    |(      )
                                          |K & K EXCAVATION, INC.       |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 613.319                 60.000  SY   |       3.71000         222.60|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
0210 618.1411                 8.300  UN   |      47.70000         395.91|                             |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                             |                             |
0220 619.1201                 8.300  UN   |      47.70000         395.91|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0230 620.60                  20.000  SY   |      10.60000         212.00|                             |
  SEPARATION GEOTEXTILE ( NON-WOVEN)      |                             |                             |
0240 627.711               2090.000  LF   |       0.75000        1567.50|                             |
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
0250 627.75                 972.000  SF   |       1.75000        1701.00|                             |
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0260 627.76                          LUMP |    2332.00000        2332.00|                             |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0270 629.05                  10.000  HR   |      47.70000         477.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0280 631.12                  10.000  HR   |     153.70000        1537.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0290 631.32                  10.000  HR   |     371.00000        3710.00|                             |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0300 639.19                   1.000  EA   |   15900.00000       15900.00|                             |
  FIELD OFFICE TYPE B                     |                             |                             |
0310 652.31                   5.000  EA   |     159.00000         795.00|                             |
  TYPE I BARRICADE                        |                             |                             |
0320 652.33                  25.000  EA   |      58.30000        1457.50|                             |
  DRUM                                    |                             |                             |
0330 652.34                  50.000  EA   |      31.80000        1590.00|                             |
  CONE                                    |                             |                             |
0340 652.35                 105.000  SF   |      37.10000        3895.50|                             |
  CONSTRUCTION SIGNS                      |                             |                             |
0350 652.361                 90.000  LS   |   24380.00000       24380.00|                             |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0360 652.38                1500.000  HR   |      22.30000       33450.00|                             |
  FLAGGER                                 |                             |                             |
0370 656.75                          LUMP |    6000.00000        6000.00|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0380 659.10                          LUMP |   24191.00000       24191.00|                             |
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       306,108.92|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       306,108.92|           $             0.00|           $
====================================================================================================================================